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Three Gorges Project 3

Three Gorges Project ship lift 3

ship lift 3

Bailey rack 2

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beam 2

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rack 2

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E-modulus 1

climbing type 1

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Safety monitoring and analysis on crossbeam supporting system of Three Gorges Project ship lift

Liu Xinqing,He Wei

Strategic Study of CAE 2013, Volume 15, Issue 9,   Pages 108-112

Abstract: The monitoring items include stress-strain and displacement monitoring of Bailey rack supporting system

Keywords: Three Gorges Project ship lift     safety monitoring     crossbeam supporting system     Bailey rack    

Beam supporting system design for Three Gorges Project ship lift tower

Zhu Junjie and Li Shihua

Strategic Study of CAE 2013, Volume 15, Issue 9,   Pages 64-69

Abstract: load requirements, structural strength requirements, and deformation stability requirements of the Baileyrack supporting system.computing, reasonable bearing system design, structural design and the upper steel pipe bent design of Baileyrack supporting system are developed.And the monitoring of the stress and strain, deformation, displacement are done to the Bailey rack supporting

Keywords: ship lift tower     beam     Bailey rack     supporting system     Three Gorges Project    

An improved design method to predict the E-modulus and strength of FRP composites at different temperatures

Mohammed FARUQI, Gobishanker RAJASKANTHAN, Breanna BAILEY, Francisco AGUINIGA

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 12,   Pages 1654-1654 doi: 10.1007/s11709-020-0622-7

Clearance grouting process test of Three Gorges Project ship lift rack and nut column

Zhan Jianxia and Li Jihu

Strategic Study of CAE 2013, Volume 15, Issue 9,   Pages 45-49

Abstract: grouting material and grouting process, and simulate the actual situation of clearance grouting of rackand some applicable grouting material and grouting process were selected which were suitable for the rack

Keywords: rack     nut column     grouting     ship lift     Three Gorges Project    

Structural behavior of intermediate length cold-formed steel rack columns with C-stitches

M. ANBARASU, Mahmud ASHRAF

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 4,   Pages 937-949 doi: 10.1007/s11709-019-0528-4

Abstract: an experimental and numerical investigation on the strength and performance of intermediate length rack

Keywords: cold-formed steel columns     C-stitches     intermediate length columns     distortional buckling    

An improved design method to predict the E-modulus and strength of FRP composites at different temperatures

Mohammed FARUQI, Gobishanker RAJASKANTHAN, Breanna BAILEY, Francisco AGUINIGA

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 12,   Pages 1653-1653 doi: 10.1007/s11709-019-0578-7

Abstract: In recent years, there has been an increased interest in the use of fiber reinforced polymer (FRP) in the construction industry. However, the E-modulus and strength of such members at high service temperatures is still unknown. Modulus and strength of FRP at high service temperatures are highly required parameters for full design. The knowledge and application of this could lead to a cost effective and practical consideration in fire safety design. Thus, this paper proposes design methods for calculating the E-modulus and strength of FRP members at different temperatures. Experimental data from literature were normalized and compared with the results predicted by this method. It was found that the proposed design methods conservatively estimate the E-modulus and strength of FRP structural members. In addition, comparison was also made with direct references to the real behavior of materials. It was found to be satisfactory. Finally, an application is provided.

Keywords: concrete     fiber reinforced polymer     E-modulus     strength     temperatures    

Control measures of installation precision of Three Gorges Project ship lift rack and nut column

Wei Yan,Peng Hanlin,Lin Fan

Strategic Study of CAE 2013, Volume 15, Issue 9,   Pages 91-96

Abstract: text-align: justify;">According to technology requirements of installation precision and characteristics of rackand installation accuracy control elements have been in detailed analysis, put forward the suitable rackIn engineering practice, use the test of datum point to control installation precision of the rack andmachining technology to cooperate with jack to readjust as reinforcement measures of installation of the rackThus various high precision standard technical difficulties of installation of the rack, nut column,

Keywords: Three Gorges Project ship lift     rack     nut column     installation of control     precision control    

Installation and demolition technology of Bailey truss of Three Gorges Project ship lift

Liu Yong,Chen Jianxia

Strategic Study of CAE 2013, Volume 15, Issue 9,   Pages 77-82

Abstract:

The installation and demolition of Bailey truss support system of Threesite, high construction strength, and big construction disturbance, the installation and demolition of BaileyThe installation and demolition technology system of bailey truss support system has been establishedThis technology system ensures the smooth implementation of the installation and demolition of bailey

Keywords: ship lift     Bailey truss     installation     demolition     Three Gorges Project    

Support system load test of beam Bailey truss of Three Gorges Project ship lift

Wang Wenliang,Xiao Chuanyong,Zhang Junxia

Strategic Study of CAE 2013, Volume 15, Issue 9,   Pages 50-54

Abstract: The experiment chose axle 1 beam, axle 2 beam and corresponding foundation beams' Bailey trussesWith the increasing of loading capacity, the bending variation of beams and Bailey trusses build up slowlyWith the increasing of loading capacity, the beams and foundation Bailey trusses experienced subtle sideThe monitoring data indicates that, the parameters of strengthened Bailey trusses meet the safety requirements

Keywords: beam     Bailey truss     experiment     Three Gorges Project ship lift    

The design of gear rack climbing type ship lift of Three Gorges Project

Niu Xingqiang,Tan Liming,Yu Qingkui

Strategic Study of CAE 2011, Volume 13, Issue 7,   Pages 96-103

Abstract: After scheme comparison, the gear rack climbing type ship lift is selected, which is characterized byThe general layout of gear rack climbing type ship lift, as well as the design schemes and key techniques

Keywords: ship lift     climbing type     safety mechanism     synchronized stroke    

Title Author Date Type Operation

Safety monitoring and analysis on crossbeam supporting system of Three Gorges Project ship lift

Liu Xinqing,He Wei

Journal Article

Beam supporting system design for Three Gorges Project ship lift tower

Zhu Junjie and Li Shihua

Journal Article

An improved design method to predict the E-modulus and strength of FRP composites at different temperatures

Mohammed FARUQI, Gobishanker RAJASKANTHAN, Breanna BAILEY, Francisco AGUINIGA

Journal Article

Clearance grouting process test of Three Gorges Project ship lift rack and nut column

Zhan Jianxia and Li Jihu

Journal Article

Structural behavior of intermediate length cold-formed steel rack columns with C-stitches

M. ANBARASU, Mahmud ASHRAF

Journal Article

An improved design method to predict the E-modulus and strength of FRP composites at different temperatures

Mohammed FARUQI, Gobishanker RAJASKANTHAN, Breanna BAILEY, Francisco AGUINIGA

Journal Article

Control measures of installation precision of Three Gorges Project ship lift rack and nut column

Wei Yan,Peng Hanlin,Lin Fan

Journal Article

Installation and demolition technology of Bailey truss of Three Gorges Project ship lift

Liu Yong,Chen Jianxia

Journal Article

Support system load test of beam Bailey truss of Three Gorges Project ship lift

Wang Wenliang,Xiao Chuanyong,Zhang Junxia

Journal Article

The design of gear rack climbing type ship lift of Three Gorges Project

Niu Xingqiang,Tan Liming,Yu Qingkui

Journal Article